36C10F19R0010-0004050.pdf
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- Presolicitation Notice - Great Lakes Construction Updated 5/15/2019 Federal contract opportunity
- Solicitation number
- 36C10F19R0010
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36C10F19R0010 0004 GLNC Phase II Development - 923PC2006 - BID - Plans - Part 50 Page 121.pdf
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Text version
1' -1
0"
10'-8" 1'-2" 2'-1" 2'-1" 2'-1" 2'-1" 1'-2"
CUT STONE DAKOTA MAHOGANY
GRANITE PANEL. POLISH FINISH.
18" Ø SCRIPTED BAS RELIEF ALUMINUM SERVICE
EMBLEMS ATTACHED TO GRANITE PANEL.
INSTALL SERVICE EMBLEMS IN THE FOLLOWING
ORDER LEFT TO RIGHT WHEN FACING WALL:
ARMY, MARINE CORPS, NAVY, AIR FORCE, &
COAST GUARD
ALUMINUM THREADED STUDS, TYP.
A
4"
1' -1
0"
CUT STONE DAKOTA MAHOGANY
GRANITE PANEL. POLISH FINISH.
DRIP SLOT
HOLES FOR ALUMINUM
THREADED STUDS, TYP.
SECTION A ELEVATION DRIP SLOT
18" Ø SCRIPTED BAS RELIEF ALUMINUM
SERVICE EMBLEMS ATTACHED TO
GRANITE PANEL
SLOTS TO ACCOMMODATE ANCHORS
SLOTS TO ACCOMMODATE ANCHORS
CC
CD
CE CF
CG
CH
CI
CJ
CK
CL
CM
CN
CO
CP CQ
8" TYP.
3 8" T
YP
±2 '-1
01 2"
CAREFULLY REMOVE AND SALVAGE
EXISTING MANUFACTURED STONE, TYP.
SAW-CUT EXISTING MANUFACTURED
STONE, REMOVE AND SALVAGE REMAINING
MANUFACTURED STONE, TYP.
LOCATION OF NEW GRANITE PANEL
REMOVE MORTAR AS REQURIED
8" TYP.
NOTES:
1. PERFORM MORTAR MOCK-UP WITHIN AREA OF NEW PANEL
TO DEMONSTRATE COMPATIBILITY OF COLOR AND TEXTURE
FOR NEW MORTAR.
2. CHIPPED OR DAMAGED EXISTING STONES SHALL REQUIRE
BORAL CULTURED STONE MASONRY COSMETICS EXPERT
FOR REPAIRS: RICK CONNER (419) 295-0134.
±3'-47 16" 10'-8"
CR
CS
CT
CU
CV
CW
CX
CY
CZ
DA
DB
DC
DD
DE
DF
DG
DH
DI
MORTAR TO MATCH EXISTING
18" Ø SCRIPTED BAS RELIEF
ALUMINUM SERVICE EMBLEMS
INSTALLED IN THE FOLLOWING ORDER
LEFT TO RIGHT WHEN FACING WALL:
ARMY, MARINE CORPS, NAVY, AIR
FORCE, & COAST GUARD
CL
NOM. 1/2" X 2" ALUMINUM
THREADED STUDS (BOSSES), TYP.
1/2"ØX 12" S.S. THREADED BOLT
ADHESIVE ANCHORING SYSTEM,
W/RODS SET INTO EXISTING
STEM WALL, TYP.
SALVAGED MANUFACTURED
STONE VENEER, TYP.
EXISTING MANUFACTURED STONE
VENEER TO REMAIN, TYP.
CUT STONE DAKOTA MAHOGANY
GRANITE PANEL. POLISH FINISH.
EXISTING GRANITE BAND
VENEER TO REMAIN, TYP.
EXISTING CAP TO REMAIN,
TYP.
EXISTING #5 REBAR @ 24"
O.C., TYP.
EXISTING GROUTED SOLID AT
REINFORCING, TYP.
1' -1
1"
1' -0
4"
DRIP SLOT, TYP.
VOID
STAINLESS STEEL ANCHORS 16" O.C.,
TYP.
MORTAR TO MATCH EXISTING
18" Ø SCRIPTED BAS RELIEF
ALUMINUM SERVICE EMBLEMS
INSTALLED IN THE FOLLOWING ORDER
LEFT TO RIGHT WHEN FACING WALL:
ARMY, MARINE CORPS, NAVY, AIR
FORCE, & COAST GUARD
CL
NOM. 1/2" X 2" ALUMINUM
THREADED STUDS (BOSSES), TYP.
STAINLESS STEEL ANCHORS 16"
O.C., TYP.
2' -13 4" 1'
-23 4"
EXISTING MANUFACTURED STONE
VENEER TO REMAIN, TYP.
CUT STONE DAKOTA MAHOGANY
GRANITE PANEL. POLISH FINISH.
2" V.I.F.
EXISTING BRICK VENEER TO
REMAIN, TYP.
EXISTING CAP TO REMAIN,
TYP.
SALVAGED MANUFACTURED
STONE VENEER, TYP.
DRIP SLOT, TYP.
EXISTING #5 @ 16" VERT. E.F.
EXISTING #5 @ 16" HORIZ. E.F.
EXISTING #5 DOWELS @ 16" O.C. E.F.
EXISTING 3,500 PSI CONCRETE
4"
7"R 7"R
1'-2"Ø
BOLT CIRCLE (VERIFY
PRIOR TO DRILLING HOLES
TO RECEIVE BOSSES THAT
BOSSES ARE NOT IN
CONFLICT WITH S.S.
GRANITE PANEL RODS.)
4 THREADED BOSSES TO
RECEIVE STUDS
9"R 9"R
1'-6"Ø
NOTE:
ALUMINUM STUDS TO
NOT CONFLICT WITH S.S.
THREADED RODS.
CD
CG
2' -1
01 2"
3 8" J
NT
TY
P.
8" JNT.,
TYP.
±3'-47 16" 10'-8"
C L C L
O F
CO
LU
M N
O F
CO
LU
M N
C L O
F
CO
LU
M
N
NEW MORTAR TO MATCH EXISTING
NOTES:
1. CHIPPED OR DAMAGED EXISTING
STONES SHALL REQUIRE BORAL
CULTURED STONE MASONRY
COSMETICS EXPERT FOR REPAIRS:
RICK CONNER (419) 295-0134.
18" Ø SCRIPTED BAS RELIEF ALUMINUM
SERVICE EMBLEMS INSTALLED IN THE
FOLLOWING ORDER LEFT TO RIGHT WHEN
FACING WALL: ARMY, MARINE CORPS,
NAVY, AIR FORCE, & COAST GUARD
BASIS OF DESIGN HECKMANN BUILDING
PRODUCTS, INC. #275ZSTAINLESS STEEL
ANCHOR, TYP.
ALUMINUM THREADED STUDS, TYP.
CUT STONE DAKOTA MAHOGANY
GRANITE PANEL. POLISH FINISH.
SALVAGED
MANUFACTURED
STONE, TYP.
BASIS OF DESIGN HECKMANN BUILDING
PRODUCTS, INC. #275U STAINLESS STEEL
ANCHOR, TYP.
CR
CS
CT
CU
CV
CW
CX
CY
CZ
DB
DA DC
DD
DE
DF
DG
DH
DI
Project Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
OAKLAND COUNTY, MICHIGAN
923PC2006
MAY 10, 2019
GordonPROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
Dwg. of 238
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
Revisions: Date:
Drawing Title
Approved:
Phase
Project Director
Building Number
BID DOCUMENTS SUBMISSION
BID DOCUMENTS
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
148 S. Queen Street, Suite 201
Martinsburg, WV 25401
Phone: 304-725-8456 www.gordon.us.com
GREAT LAKES NATIONAL
CEMETERY
PHASE II DEVELOPMENT
The LA Group
(518) 587-8100
Aqua Engineering, Inc.
(970) 372-6104
OCMI
(202) 607-7575 rvi
(512) 480-0032
Miller-Remick LLC.
(856) 429-4000
MEGA
(517) 223-3512
The Onyx Group
(703) 548-6699
ECS Midwest LLC.
847-279-0366
GIS, Inc.
(205) 941-0442
05/10/2019
COMMITTAL SERVICE SHELTER
SERVICE EMBLEM DETAILS 2
CI751
1" = 1'-0"
STONE PANEL DETAIL3
1" = 1'-0"
DEMOLITION ELEVATION COLUMBARIUM COMMITTAL SERVICE SHELTER1
1'0 6"3"
1'0 6"3"
DLM JDB
1" = 1'-0"
COMMITTAL SERVICE SHELTERS 1 & 2 SECTION5 1'0 6"3"
1" = 1'-0"
COLUMBARIUM COMMITTAL SERVICE SHELTER SECTION6 1'0 6"3"
1/2" = 1'-0"
SERVICE EMBLEM PLAN (BACK)4 0 1' 2'6"
1" = 1'-0"
WALL ELEVATION COLUMBARIUM COMMITTAL SERVICE SHELTER2 1'0 6"3"
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS401 |
| 98_CS401-402 - Columbarium Site Plan Enlargement-CS402 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG401 |
| 100_CG401-402 - Columbarium Grading Enlargement-CG402 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG403 |
| 102_CG403-404 - Columbarium Drainage Enlargement Plans-CG404 |
| 104_CI700- Columbarium Numbering Plan-CI700 |
| 105_CI701-703 Columbarium Elevations-CI701 |
| 105_CI701-703 Columbarium Elevations-CI702 |
| 105_CI701-703 Columbarium Elevations-CI703 |
| 108_CI704-708 Columbarium Details-CI705 |
| 108_CI704-708 Columbarium Details-CI704 |
| 108_CI704-708 Columbarium Details-CI706 |
| 108_CI704-708 Columbarium Details-CI707 |
| 108_CI704-708 Columbarium Details-CI708 |
| 113_CI709-710 - Base Stone Location Plan-CI709 |
| 113_CI709-710 - Base Stone Location Plan-CI710 |
| 115_CI711 - Base Stone Details-CI711 |
| 116_CI712-713 - Capstone Location Plan-CI712 |
| 116_CI712-713 - Capstone Location Plan-CI713 |
| 118_CI714-CI715 - Capstone Details-CI714 |
| 118_CI714-CI715 - Capstone Details-CI715 |
| 120_CI750 CSS Service Emblem Details-CI750 |
| 120_CI750 CSS Service Emblem Details-CI751 |
| 122_CI760 Assembly Wall Cap Details-CI760 |
| L-100 |
| L-101 |
| L-102 |
| L-103 |
| L-104 |
| L-105 |
| L-106 |
| L-107 |
| L-108 |
| L-109 |
| L-501 |
| L-502 |
| P-GreatLakesPh2-dd-I-001 |
| Sheets and Views |
| I-001 |
| P-GreatLakesPh2-dd-I-100 |
| Sheets and Views |
| I-100 |
| P-GreatLakesPh2-dd-I-101 |
| Sheets and Views |
| I-101 |
| P-GreatLakesPh2-dd-I-102 |
| Sheets and Views |
| I-102 |
| P-GreatLakesPh2-dd-I-103 |
| Sheets and Views |
| I-103 |
| P-GreatLakesPh2-dd-I-104 |
| Sheets and Views |
| I-104 |
| P-GreatLakesPh2-dd-I-105 |
| Sheets and Views |
| I-105 |
| P-GreatLakesPh2-dd-I-106 |
| Sheets and Views |
| I-106 |
| P-GreatLakesPh2-dd-I-107 |
| Sheets and Views |
| I-107 |
| P-GreatLakesPh2-dd-I-108 |
| Sheets and Views |
| I-108 |
| P-GreatLakesPh2-dd-I-109 |
| Sheets and Views |
| I-109 |
| P-GreatLakesPh2-dd-I-110 |
| Sheets and Views |
| I-110 |
| P-GreatLakesPh2-dd-I-501 |
| Sheets and Views |
| I-501 |
| P-GreatLakesPh2-dd-I-502 |
| Sheets and Views |
| I-502 |
| P-GreatLakesPh2-dd-I-503 |
| Sheets and Views |
| I-503 |
| GLNC_DD Drawings_Bathrooms_onyx-autodesk |
| Sheets |
| A-002 - LIFE SAFETY PLAN |
| AA101 - PIC/ ADMIN BLDG - DEMOLITION PLAN |
| AA102 - PIC/ ADMIN BLDG - DEMOLITION RCP |
| AA103 - PIC/ ADMIN BLDG - DEMOLITION ROOF PLAN |
| AA104 - PIC/ ADMIN BLDG - FLOOR PLAN |
| AA105 - PIC/ADMIN BLDG - REFLECTED CEILING PLAN |
| AA106 - PIC/ ADMIN BLDG - ROOF PLAN |
| AA201 - PIC/ADMIN BLDG – BLDG ELEVATIONS |
| AA301 - PIC/ADMIN BLDG – BLDG SECTIONS |
| AA401 - PIC/ADMIN BLDG – BLDG DETAILS |
| AA402 - PIC/ADMIN BLDG - MEN'S & FAMILY RESTROOM |
| AA403 - PIC/ADMIN BLDG - WOMEN'S RESTROOM |
| AA404 - PIC/ ADMIN BLDG - FIXTURE HEIGHTS & SCHEDULE |
| AA405 - PIC/ ADMIN INTERIOR ELEVATIONS |
| AA501 - PIC/ ADMIN BLDG - DETAILS |
| AA502 - PIC/ ADMIN BLDG - WALL DETAILS |
| AA601 - PIC/ADMIN BLDG - DOOR AND WINDOW SCHEDULE |
| AA602 - PIC/ADMIN PARTITION TYPES |
| AA603 - PIC/ADMIN BLDG – INTERIOR FINISH PLAN |
| AA604 - PIC/ADMIN BLDG – FIXTURE SCHEDULE |
| GLNC_CD_16_onyx-autodesk |
| Sheets |
| A-001 - ARCHITECTURAL SYMBOLS & ABBREVIATIONS |
| AB101 - BULK STORAGE BLDG - FLOOR PLAN & ROOF PLAN |
| AB201 - BULK STORAGE BLDG - BLDG ELEVATIONS & SECTION |
| AB501 - BULK STORAGE BLDG - DETAILS |
| AC101 - COMMITTAL SHELTER - FLOOR PLAN (ADD ALTERNATE NO.1) |
| AC102 - COMMITTAL SHELTER - REFLECTED CEILING PLAN & ROOF PLAN (ADD ALTERNATE NO.1) |
| AC201 - COMMITTAL SHELTER – BLDG ELEVATIONS & SECTIONS (ADD ALTERNATE NO.1) |
| AC401 - COMMITTAL SHELTER – DETAILS (ADD ALTERNATE NO.1) |
| AE101 - EQUIPMENT VEHICLE STORAGE - DEMOLITION PLAN |
| AE102 - EQUIPMENT VEHICLE STORAGE - FLOOR PLAN |
| AE103 - EQUIPMENT VEHICLE STORAGE - MEZZANINE FLOOR PLAN |
| AE104 - EQUIPMENT VEHICLE STORAGE - ROOF PLAN |
| AE105 - EQUIPMENT VEHICLE STORAGE- REFLECTED CEILING PLANS |
| AE301 - MEZZANINE - SECTIONS |
| AE501 - MEZZANINE - DETAILS |
| AF101 - COVERED STORAGE - PLANS (ADD ALTERNATE NO.4) |
| AF102 - COVERED STORAGE - SECTIONS & DETAILS (ADD ALTERNATE NO.4) |
| AG101 - MAINTENANCE GARAGE - TRENCH REPLACEMENT |
| AT101 - PROPOSED TEMPORARY TRAILER & RESTROOM LAYOUT |
| P-001 |
| P-001 |
| P-001 |
| PD101 |
| PD101 |
| PD101 |
| PP100 - Admin site utilities |
| PP100 - Admin site utilities |
| PP100 |
| PP101 |
| PP101 |
| PP101 |
| PP501 |
| PP501 |
| PP501 |
| P-601 |
| P-601 |
| P-601 |
| P-701 |
| P-701 |
| P-701 |
| M-001 |
| M-001 |
| M-001 |
| MD101 |
| MD101 |
| MD101 |
| M-101 |
| M-101 |
| M-101 |
| M-501 |
| M-501 |
| M-501 |
| M-701 |
| M-701 |
| M-701 |
| E-001 |
| E-001 |
| E-001 |
| E-002 |
| E-002 |
| E-002 |
| ED101 |
| ED101 |
| ED101 |
| ES001 |
| ES001 |
| ES001 |
| EL101 |
| EL101 |
| EL-101 |
| EL102 |
| EL102 |
| EL102 |
| EL103 |
| EL103 |
| EL103 |
| EP101 |
| EP101 |
| EP-101 |
| EY101 |
| EY101 |
| EY-101 |
| EL201 |
| EL201 |
| EL-201 |
| EP201 |
| EP201 |
| EP-201 |
| EL301 |
| EL301 |
| EL-301 |
| EL302 |
| EL302 |
| EL302 |
| EL303 |
| EL303 |
| EL303 |
| EL304 |
| EL304 |
| EL304 |
| EP301 |
| EP301 |
| EP-301 |
| EY301 |
| EY301 |
| EY-301 |
| EL401 |
| EL401 |
| EL401 |
| E-501 |
| E-501 |
| E-501 |
| E-502 |
| E-502 |
| E-502 |
| E-601 |
| E-601 |
| E-601 |
| E-602 |
| E-602 |
| E-602 |
| E-701 |
| E-701 |
| E-701 |
| E-702 |
| E-702 |
| E-702 |
| S-001 |
| S-001 |
| S-001 |
| SF101 |
| SF101 |
| SF101 |
| SF111 |
| SF111 |
| SF111 |
| SF112 |
| SF112 |
| SF112 |
| SF121 |
| SF121 |
| SF121 |
| SF131 |
| SF131 |
| SF131 |
| S-501 |
| S-501 |
| S-501 |
| S-502 |
| S-502 |
| S-502 |
| S-503 |
| S-503 |
| S-503 |
| S-504 |
| S-504 |
| S-504 |
| S-505 |
| S-505 |
| S-505 |
| S-506 |
| S-506 |
| S-506 |
| SS301 |
| SS301 |
| SS301 |
| SS302 |
| SS302 |
| SS302 |
File details come from the government source that posted it.